HomeMy WebLinkAboutREVISION- White Aluminum-(08-25-2020) EFILEHOST
4th WALL
3X33X33X3SLOPE SLOPE
2X3 EDGE BEAM2X3 EDGE BEAM3X3
3X3
3X3
3X3
2X8 SMB END BEAM3X33X33X3PLAN VIEW
FRONT ELEVATION RIGHT ELEVATIONLEFT ELEVATIONBACK ELEVATIONCR-0
2
CR-0
2
RC-4b
2
P-2
2
EXISTING SLAB 2X9 SMBRIDGE BEAM2X3 EDGE BEAM2X3 EDGE BEAMCR-11a
2
KB-1
22X8 SMB END BEAM3" 0.024" ALUM. SKIN 1-LB EPS FOAM
CORE PANELS. MINIMUM SLOPE OF
1/4" PER FOOT, OR AS SHOWN IN
DIMENSIONS. (FL#12225.1)
B-2
2
Design Parameters
1.Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
Category I.
2.Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,
VULT = 170 MPH
3.Exposure Category, Paragraph 1609.4.3 : D
Applicable Codes, Regulation and Standards
1.The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2.AA ASM 35 and Specifications for Aluminum Structure, Part 1-A of the Aluminum
Design Manual prepared by The Aluminum Association, Inc. Washington, D.C.,
2010 Edition
3.ASCE 7-10
General Notes
1.The contractor shall verify all dimensions prior to construction
2.All work shall comply with all local and regional ordinances.
3.Any deviation from this plan shall be reviewed by the engineer of record and is
subject to approval.
Specifications
The following specifications are applicable to this projects :
1.Where concrete specification are required, whether in the screen enclosure scope
or not, by one or more regulatory agency, the following specifications are
applicable.
1.1.Concrete shall conform to ASTM C94 for following components:
1.1.1.Portland Cement Type 1, -ASTM C 150
1.1.2.Aggregate - Large Aggregate 3/4" max - ASTM C 33
1.1.3.Air entraining +/- 1% - ASTM C 260
1.1.4.Water reducing agent - ASTM C 494
1.1.5.Clean Potable water
1.1.6.Other admixture not permitted
1.2.Metal accessories shall conform to:
1.2.1.Reinforcing Bars - ASTM A615, grade 60
1.2.2.Welded wire fabric - ASTM A185
1.3.Concrete slump at discharge per chute not less then 3" or more than 5".
Water added after batching is not permitted.
1.4.Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Parts 1, 2 and 3 including hot weather recommendations.
1.5.Moist cure or polyethylene curing required.
1.6.Prior to placing concrete, treat the entire subsurface area for termites in
compliance with the FBC.
1.7.All aluminum components embedded within concrete shall be coated with a
bituminous paint or epoxy.
1.8.Fiber reinforced concrete per ASTSM C1116 is an acceptable alternative to
6X6 W1.4/W1.4 WWF.
2.Aluminum extrusions shall be 6005 T5 Alloy.
3.Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better
zinc plate to ASTM B633, or stainless steel series "300".
4.All Self Mating Beam Sections and PFB are to be stitched with either #14 screws
6" from end 24" on center or #12 screws 6" from end 12" on center.
5.Screened enclosures containing swimming pools shall comply with the applicable
requirements of FBC R4501.17 Residential Swimming Barrier requirements.
6.Door location shall be determined by contractor in the field.
7.When installing pavers over concrete slab or footing which are supporting
aluminum members, such as continuous screen tracks or upright, the anchors
must extend past the pavers and reach proper embedment into the underlying
foundation.
8.All flashing and waterproofing shall be provided by the contractor.
9.Use of these plans acknowledges and accepts a limit of liability not to exceed
design and engineering fee.
10.Vinyl and acrylic panels shall be removed when wind speeds exceed 75mph
Roof Type
Composite/ Pergola
Screen Size
None
Foundation Design: Existing 8"x8" Thickened Edge 4" Slab on Grade
Existing concrete. No additional concrete footing is required to resist the loads imposed
by the proposed construction if the existing footing is in sound condition, free from
structural cracking, spalling, or other deterioration.
ALUMINUM MEMBER DIMENSIONS
2 x 2: 2" x 2" x 0.046"
2 x 3: 2" x 3" x 0.050"
2 x 4: 2" x 4" x 0.050"
2 x 5: 2" x 5" x 0.050"
HOLLOW SECTIONS
1 x 2: 1" x 2" x 0.040"
1 x 3: 1" x 3" x 0.045"
OPEN BACK SECTIONS
2 x 2 Snap: 2" x 2" x 0.045"
2 x 3 Snap: 2" x 3" x 0.050"
2 x 4 Snap: 2" x 4" x 0.045"
SNAP SECTIONS
2 x 4 SMB: 2" x 4" x 0.044" x 0.100"
2 x 5 SMB: 2" x 5" x 0.050" x 0.100"
2 x 6 SMB: 2" x 6" x 0.050" x 0.120"
2 x 7 SMB: 2" x 7" x 0.057" x 0.120"
2 x 8 SMB: 2" x 8" x 0.072" x 0.124"
2 x 9 SMB: 2" x 9" x 0.072" x 0.124"
2 x 10 SMB: 2" x 10"x0.092" x 0.398"
SELF MATING BEAM (SMB)
MINIMUM FASTENER EDGE DISTANCE : 1/2"
MINIMUM FASTENER SPACING : 3/4"
SIMPSON TITEN HD OR EQUIVALENT
CONCRETE SCREW ANCHOR :
ITW BUILDEX OR EQUIVALENT
SHEET MATEL SCREWS (SMS) :
KB: KNEE BRACE
3 x 3: 3" x 3" x 0.125"
4 x 4: 4" x 4" x 0.125"
6 x 6: 6" x 6" x 0.125"
COLUMNS
RC: REC. CHANNEL
SHEETSEASIDE ENGINEERSCertificate of Authorization 320484265 60th CourtVero Beach, Florida 32967www.seasideengineers.com - (772) 202-8008 - info@seasideengineers.comProject Address: Joel Symonds Residence10751 South Ocean Drive Unit B5Jensen Beach, Florida 34957White AluminumEdward RoskePE # 722281
NOTE: THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES. DRAWING NOT TO
SCALE. USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB
IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL. 08/25/20
***NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS***
(4) #14 X 3/4" SMS INTO EACH
SIDE OF THE RAFTER TAIL. (3)
#14 X 3/4" SMS INTO BEAM
BEAM PER PLANRAFTER TAIL
FOR ILLUSTRATIVE
PURPOSES. RAFTER TAIL
DECORATIVE END MAY
DIFFER.
1/8" THICK INTERNAL
RECEIVING CHANNELBEAM PER PLANRAFTER TAIL
RAFTER TAIL CONNECTION
SCALE: NTS
P-2
2
NOTCH UPRIGHT OR POST
TO ACCEPT BEAM. SEE
PLAN SHEET FOR MEMBER
INFORMATION
IF SCREEN WALL BENEATH
COMPOSITE ROOF, 1" x 2"
W/ (2) #10 x 2" SMS INTO
SCREW BOSSES INTO
UPRIGHT & (1) #14 X 2" SMS
6" FROM EACH SIDE OF
UPRIGHT & @ 24" O.C.
(2) 3/8" DIA THRU BOLTS
3" X 0.082 ALUM
RECEIVING CHANNEL W/
#12 X 3/4" TOP AND
BOTTOM AS END CAP
COMPOSITE ROOF PANEL
1" X 1" X 1/8" ALUM ANGLE
W/ (3) #12 X 3/4" SMS IN
FLANGE INTO UPRIGHT.
(BOTH SIDES OF UPRIGHT)
BEAM. SEE PLAN SHEET
FOR MEMBER
INFORMATION
1/4" LAGS, 4" FROM ENDS & 18" O.C. MAX. 1" MIN
LONGER THAN THE PANEL THICKENESS. W/
NEOPRENE WASHER ON EACH LAG
COMPOSITE ROOF TO BEAM
SCALE: NTS
CR-0
2
1" x 2" O.B. ATTACHED
EACH SIDE OF POST
WITH #12 x 1-1/2" SMS
@ 6" FROM BOTTOM
AND 24" O.C.
COLUMN PER PLAN. NOTCH COLUMN
TO ACCEPT CARRIER BEAM
1" x 2" O.D. ATTACH TO UPRIGHT
WITH (2) #10 x 2 1/2" SMS THRU
UPRIGHT INTO SCREW BOSSES
PLUS #10 x 1 1/2" SMS 6" FROM
EACH SIDE OF UPRIGHT AND
TYPICAL AT 24" O.C. MAX
DETAIL AT CORNER
(PLAN VIEW)
ATTACH INSIDE FACE OF BEAM WITH
COLUMN USING 2" x 2" x 1/8" x BEAM
DEPTH LONG ANGLE WITH (5) #14 x 1"
SMS EACH LEG.
RC-4b
2
CARRIER BEAM TO COLUMN CONNECTION
SCALE: NTS
NOTE: IGNORE 1" X 2" O.B. AND CONNECTION IF SCREEN ISN'T BEING INSTALLED
SEE BEAM
CONNECTION FOR
DETAILS
ROOF BEAM PER PLAN
2
X
3
KN
E
E
BR
AC
E
UPRIGHT PER PLANKNEE BRACE
SCALE: NTS
KB-1
2
24"
0.050" ALUMINUM "H" CHANNEL WITH
(3) #12 x 1" SMS EACH FLANGE. BOTH
SIDE OF BEAM. (12 ON EACH END, 24
TOTAL ON BRACE)
2" x 2" x 1/4" (LENGTH = INTERIOR OF
WIDTH OF COLUMN) ANGLE WITH 3/8"
DIA CONCRETE SCREW ANCHORS (SEE
TABLE "A" FOR QUANTITY) MIN 2-1/2"
INTO UNCRACKED CONCRETE (HOLE
DEPTH = 3-1/2"). (2) 3/8" DIA BOLTS
THRU COLUMN
2" x 2" 1/8" x 2" LONG ANGLE WITH
(2) #12 x 1-1/2" SMS INTO POST & (1)
3/8" DIA X 2-1/2" CONCRETE SCREW
ANCHOR INTO UNCRACKED
CONCRETE (HOLE DEPTH = 3-1/2")
1" x 2" O.B.
1" x 2" O.B.
COLUMN PER PLAN
1" x 2" O.B.
AT CENTER POST
AT CORNER POST
TABLE "A"
Column Size # of Anchors
Each Side
3X3 1
4X4 2
6X6 3
(2) 3/8" DIA THRU BOLTS IN COLUMN
AND INTERNAL ANGLES.
1" x 2" O.B.
POST TO FOUNDATION INTERNAL CONNECTION
SCALE: NTS
B-3
2
NOTE: OMIT 1X2 IF NO PROPOSED SCREEN.
NOTCH UPRIGHT OR POST
TO ACCEPT BEAM. SEE
PLAN SHEET FOR MEMBER
INFORMATION
(2) 3/8" DIA THRU BOLTS COMPOSITE ROOF PANEL
1" X 1" X 1/8" (LENGTH =
BEAM DEPTH) ALUM
ANGLE W/ #14 X 3/4" SMS IN
FLANGE INTO UPRIGHT.
(SEE TABLE "A" FOR
QUANTITY)
BEAM. SEE PLAN SHEET
FOR MEMBER
INFORMATION
INSTALL 8" WIDE FLASHING OVER PANEL SEAM
WITH SEALANT BETWEEN. FASTEN PANEL TO BEAM
WITH1/4" LAGS, 4" FROM ENDS & 18" O.C. MAX. 1"
MIN LONGER THAN THE PANEL THICKENESS. W/
NEOPRENE WASHER ON EACH LAG
COMPOSITE ROOF TO RIDGE BEAM
SCALE: NTS
CR-11a
2
TABLE "A"
Beam Size # of Screws
Into Upright
< 2X8 SMB 6
2X8 SMB 8
2X9 SMB 10
2X10 SMB 12
SHEETSEASIDE ENGINEERSCertificate of Authorization 320484265 60th CourtVero Beach, Florida 32967www.seasideengineers.com - (772) 202-8008 - info@seasideengineers.comProject Address: Joel Symonds Residence10751 South Ocean Drive Unit B5Jensen Beach, Florida 34957White AluminumEdward RoskePE # 722282 08/25/20